1. A 65-millimeter diameter Am 1004-T61 magnesium cylinder is placed in the clamp at T, millimeter diameter 304-stainless-steel carriage bolts of the clamp hold the cylinder snug with negligible force against the rigid jaws, determine the force in the cylinder at T2 20°C. A 10- 100 mm 150 mm 130°C.

1. A 65-millimeter diameter Am 1004-T61 magnesium cylinder is placed in the clamp at T, millimeter diameter 304-stainless-steel carriage bolts of the clamp hold the cylinder snug with negligible force against the rigid jaws, determine the force in the cylinder at T2 20°C. A 10- 100 mm 150 mm 130°C.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter4: Coplanar Equilibrium Analysis

Section: Chapter Questions

Problem 4.117P: The device shown is an overload prevention mechanism. When the force acting on the smooth peg at D...

See similar textbooks

Similar questions

Determine (a) the compressive force in the bars shown after a temperature rise of 96oC, (b) the corresponding change in length of the bronze bar.
A six-pack is shaken so that the pressurein each can is p = 20 psi. A board is placed onthe six pack and a student(s) weighing Wstands on the board so his weight is evenlydistributed to the six cans. The aluminumproperties are E = 10,000 ksi, Sy = 35 ksi, andν = 0.33. Each can has an average radius ofR = 1.25 in., thickness t = 0.01 in., and lengthL = 4.50 in.(a) Determine the critical weight of thestudent, Wcr , so that a stress element on thesurface of the can is in a state of uniaxial stress.Assume that no support is provided by thecontained liquid and the cans do not fail bybuckling (being crushed). (b) Determine thestrain in the longitudinal direction of the candue to pressure p = 20 psi and force Wcr.(c) Determine the strain in the hoop directionof the can due to pressure p = 20 psi and forceWcr
The rigid bar is supported by the two short white spruce wooden posts and a spring. If each of the posts has an unloaded length of 1 m and a cross-sectional area of 600 mm2, and the spring has a stiffness of k = 2 MN >m and an unstretched length of 1.02 m, determine the force in each post after the load is applied to the bar.
One end of a post weighing 400 Nand with height h rests on a roughhorizontal surface with ms = 0.30.The upper end is held by a ropefastened to the surface and makingan angle of 36.9° with the post. A horizontal force F isexerted on the post as shown. (a) Ifthe force F S is applied at the midpointof the post, what is the largest value it can have without causing the postto slip? (b) How large can the force be without causing the post to slip ifits point of application is 6/10 of the way from the ground to the top of thepost? (c) Show that if the point of application of the force is too high,the post cannot be made to slip, no matter how great the force. Find thecritical height for the point of application.
Don't copy from other websites solution. The wall crane supports a load of 660lb. The jib ABC has a weight of 152lb and member BD has a weight of 38lb. Each member is uniform and has a center of gtravity at its center. A)Determine the horizontal component of reaction at the pin A. B)Determine the vertical component of reaction at the pin A. C)Determine the horizontal component of reaction at the pin D. D)Determine the vertical component of reaction at the pin D. E)What is the force in the cable at the winch W?
The ABD bracket is supported by a pin at A and the cable DE. Determine the internal forces immediately to the left of the load.Template: (On CD) F= 270 N; M=43.2 N.m; V = 90 N
For the pin-jointed truss shown below, with a load applied horizontally at joint 1, determine:(i)The magnitude of the force in each of the three members and state whether they are incompression or tension(ii)The magnitude and direction of the reactions at the supports answers: (i) F1-2 -140 kN (compression) ,F1-3 +100 kN (tension), F2-3 +100 kN (tension)(ii) R2=100 kN vertically upwards, R3 = 140 kN at -45degrees (below horizontal)
Find the crushing force exerted on the rod at B and the magnitude of the horizontal and vertical reactions at pin A, given:F = 55 lbs, L1 = 8.5 in, L2 = 2.3 in, θ = 26 °
The brass tube AB (E = 105 GPa) has a cross-sectional areaof 138 mm² and is fitted with a plug at A. The tube is attached atB to a rigid plate that is itself attached at C to the bottom of analuminum cylinder (E = 70 GPa) with a cross-sectional areaof 250 mm². The cylinder is then hung from a support at D. In orderto close the cylinder, the plug must move down through 1.2 mm. Determine the force P that must be applied to the cylinder.
The torsional spring at B is undeformed when bars OB and BD are both in the vertical position and overlap. If a force F is required to position the bars at a steady orientation θ = 64°, determine the torsional spring stiffness kT. The slot at C is smooth, and the weight of the bars is negligible. In this configuration, the pin at C is positioned at the midpoint of the slotted bar.
the homogeneous cylinder of weight W=100 N rests in a frictionless right angled corner. determine the contact forces NA and NB angle is 30 degrees
Determine the tensile force in all cables. The plate weighs 150 kg. (Answer: FB = 858 N, FC = 0 and FD = 858 N)